4. Solve for the Reactions (Point C and E are both internal hinges) 6kN 2kN| 2kN/m Av = 11 kN ↑ Ma = 32 kN-m C G Fv = 10 kN ↑ A Gv = 5 kN ↑ 2m 2m Im | Im 2m 6m
4. Solve for the Reactions (Point C and E are both internal hinges) 6kN 2kN| 2kN/m Av = 11 kN ↑ Ma = 32 kN-m C G Fv = 10 kN ↑ A Gv = 5 kN ↑ 2m 2m Im | Im 2m 6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![4. Solve for the Reactions (Point C and E are both internal hinges)
6kN
16KN
2kN
2kN/m
Av = 11 kN ↑
Ma = 32 kN-m CCW
G
Fv = 10 kN ↑
Gv = 5 kN ↑
2m
2m
Im
1m
2m
6m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe911b169-9602-4721-b657-c9c7203941ba%2F633aa261-aeb1-42af-99b6-806af471bd07%2Fzco0raj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4. Solve for the Reactions (Point C and E are both internal hinges)
6kN
16KN
2kN
2kN/m
Av = 11 kN ↑
Ma = 32 kN-m CCW
G
Fv = 10 kN ↑
Gv = 5 kN ↑
2m
2m
Im
1m
2m
6m
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